框架内力组合表格

内力

调 幅

活载

.0活恒荷载活荷载重力代表值风荷载地震

M左47.5612.39553.757M左 6.47252.7

中39.9210.6645.249右 4.42636.06

右54.3114.34561.486V 1.81614.79

V左59.44515.68767.292

右67.3216.34569.868

Q20.19 5.3422.86

L666

恒载+活载

.0活恒荷载活荷载重力代表值风荷载地震

M左65.1815.2472.799M左14.16671.25

中37.78.65142.01右11.20659.34

右66.4315.51874.212V 4.22921.77

V左68.62515.97476.775

右69.20816.06677.246

Q23 5.3425.67

L666

活载

.0活恒荷载活荷载重力代表值风荷载地震

M左63.8814.79871.279M左23.09693.98

中38.598.94143.056右18.24874.97

右65.9515.3874.639V 6.89128.13

V左68.65515.92376.617

右69.34516.11777.403

Q23 5.3425.67

L666

恒载+活载

.0活恒荷载活荷载重力代表值风荷载地震

M左63.8814.79871.279M左30.76114.57

中38.598.94143.056右25.42395.15

右65.9515.3874.639V9.36434.95

V左68.65515.92376.617

右69.34516.11777.403

Q23 5.3425.67

L666

活载

.0活恒荷载活荷载重力代表值风荷载地震

M左63.8814.79871.279M左39.553138.25

中38.598.94143.056右31.577110.71

右65.9515.3874.639V11.84741.49

V左68.65515.92376.617

右69.34516.11777.403

Q23 5.3425.67

L666

恒载+活载

.0活恒荷载活荷载重力代表值风荷载地震

M左64.1414.85971.572M左43.67143.78

中38.398.89642.836右35.264116.43

右66.0815.4173.787V22.37643.37

V左68.67715.92876.641

右69.32316.11277.379

Q23 5.3425.67

L666

活载

.0活恒荷载活荷载重力代表值风荷载地震M左59.8213.85466.747M左51.258157.59

中41.729.65946.545右38.194117.77

右63.7514.88871.194V14.90945.89

V左68.34515.84876.269

右69.65516.19277.751

Q23 5.3425.67

L666